增量位移反分析在水电地下洞室工程中的应用   总被引：2，自引：1，他引：2  

张晨明  朱合华  赵海斌 《岩土力学》2004,25(Z2):149-153

反分析是确定计算模型参数的有效方法.通常多采用量测所得全量位移进行反演计算.但地下工程中许多量测数据为增量位移,且实际施工过程可以通过建立分步开挖的有限元模型来模拟.据此,结合某水电站地下洞室工程中地下厂房的开挖,建立了模拟动态施工的有限元模型,利用某一开挖步施工前后量测值之差,采用增量位移优化反分析方法对洞室附近初始地应力场及围岩弹性模量进行了反演.计算所得增量位移与实测值符合较好,表明了这种方法的可行性.同时,根据分析结果对该方法进行了评价.  相似文献   

Automatic Road Change Detection and GIS Updating from High Spatial Remotely-Sensed Imagery     

ZHANGQiaoping IsabelleCouloigner 《地球空间信息科学学报》2004,7(2):89-95

This paper presents a tramework for road network change detectlon In order to upctate the Canadian National Topographic DataBase (NTDB). The methodology has been developed on the basis of road extraction from IRS-pan images (with a 5.8 m spatial resolution) by using a wavelet approach. The feature matching and conflation techniques are used to road change detection and updating. Elementary experiments have showed that the proposed framework could be used for developing an operational road database updating system.  相似文献   

Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information     

Dimitrios Vamvatsikos  C. Allin Cornell 《地震工程与结构动力学》2005,34(13):1573-1600

Scalar and vector intensity measures are developed for the efficient estimation of limit‐state capacities through incremental dynamic analysis (IDA) by exploiting the elastic spectral shape of individual records. IDA is a powerful analysis method that involves subjecting a structural model to several ground motion records, each scaled to multiple levels of intensity (measured by the intensity measure or IM), thus producing curves of structural response parameterized by the IM on top of which limit‐states can be defined and corresponding capacities can be calculated. When traditional IMs are used, such as the peak ground acceleration or the first‐mode spectral acceleration, the IM‐values of the capacities can display large record‐to‐record variability, forcing the use of many records to achieve reliable results. By using single optimal spectral values as well as vectors and scalar combinations of them on three multistorey buildings significant dispersion reductions are realized. Furthermore, IDA is extended to vector IMs, resulting in intricate fractile IDA surfaces. The results reveal the most influential spectral regions/periods for each limit‐state and building, illustrating the evolution of such periods as the seismic intensity and the structural response increase towards global collapse. The ordinates of the elastic spectrum and the spectral shape of each individual record are found to significantly influence the seismic performance and they are shown to provide promising candidates for highly efficient IMs. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

The data‐driven approach as an operational real‐time flood forecasting model     

Phuoc Khac‐Tien Nguyen  Lloyd Hock‐Chye Chua 《水文研究》2012,26(19):2878-2893

Accurate water level forecasts are essential for flood warning. This study adopts a data‐driven approach based on the adaptive network–based fuzzy inference system (ANFIS) to forecast the daily water levels of the Lower Mekong River at Pakse, Lao People's Democratic Republic. ANFIS is a hybrid system combining fuzzy inference system and artificial neural networks. Five ANFIS models were developed to provide water level forecasts from 1 to 5 days ahead, respectively. The results show that although ANFIS forecasts of water levels up to three lead days satisfied the benchmark, four‐ and five‐lead‐day forecasts were only slightly better in performance compared with the currently adopted operational model. This limitation is imposed by the auto‐ and cross‐correlations of the water level time series. Output updating procedures based on the autoregressive (AR) and recursive AR (RAR) models were used to enhance ANFIS model outputs. The RAR model performed better than the AR model. In addition, a partial recursive procedure that reduced the number of recursive steps when applying the AR or the RAR model for multi‐step‐ahead error prediction was superior to the fully recursive procedure. The RAR‐based partial recursive updating procedure significantly improved three‐, four‐ and five‐lead‐day forecasts. Our study further shows that for long lead times, ANFIS model errors are dominated by lag time errors. Although the ANFIS model with the RAR‐based partial recursive updating procedure provided the best results, this method was able to reduce the lag time errors significantly for the falling limbs only. Improvements for the rising limbs were modest. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

一种快速二维 Delaunay 三角网点定位算法     

王雯  吴蔚  苏天赟 《测绘工程》2016,25(3):25-29

在构建二维Delaunay三角网的逐点插入法中,定位待插点所在三角形的快慢是影响整个算法构网速度的关键因素。针对目前已有算法存在的搜索路径长、搜索路径求解计算量大等问题,结合三角形重心的几何性质,对点定位算法进行改进,避免求三角形重心和相交边的过程。实验结果表明,文中算法较目前其他点定位算法能够有效地缩短搜索路径,减少点定位的计算时间,提高Delaunay三角网构网过程中点定位的效率。  相似文献   

地表覆盖遥感产品更新完善的研究动向     

陈军  张俊  张委伟  彭舒 《遥感学报》2016,20(5):991-1001

近年来,多尺度地表覆盖遥感产品的不断涌现,为环境变化研究、地球系统模拟、地理国(世)情监测和可持续发展规划等提供了重要科学数据。为更好地满足广大用户日益增长的应用需求,应对地表覆盖遥感产品进行持续更新完善,保持其时效性、增强时序性、丰富多样性。针对大面积地表覆盖遥感产品更新完善所面临的主要问题,介绍和评述了国内外有关研究动向,包括影像与众源信息相结合的更新、数据类型细化与完善、地表覆盖真实性验证,并作了简要展望。  相似文献   

面向矿床三维动态建模的地质勘探数据库增量更新方法     

邹艳红  刘雯  黄望 《江苏地质》2016,40(3):372-383

针对深部找矿过程中地质勘探数据增加和动态三维地质建模需要,提出了一种基于版本管理的矿床地质勘探数据库增量更新方法。在分析矿床地质勘探工程数据与三维地质模型映射关系的基础上,建立时序版本和建模版本作为矿床勘探数据增量更新版本标识。针对矿床地质勘探数据库增量更新的版本管理,提出了一种扩展的有向无环图版本管理模型,设计了基于关系数据库的版本管理方法并探讨了其实现过程。以安徽铜陵凤凰山矿床地质勘探数据为例,基于SQL Server数据库系统建立了实例矿床地质勘探版本数据库,以C#编程实现了实例矿床勘探数据库的版本管理,包括版本的建立、查询与显示等功能,通过勘探工程增量更新版本数据建立了三维矿体的动态修正模型,证实了方法的可行性与有效性。  相似文献   

省市级基础地理信息框架数据联动更新探究          下载免费PDF全文

张鹏  韦通  李庆永  王辉 《山东国土资源》2016,32(11)

基于潍坊市寿光基础地理信息数据库建设更新工程与省地理信息公共服务平台框架数据更新工程,探索了省市基础地理信息框架数据联动更新的工作模式,提出了通过建立多比例尺基础框架数据的方式,建立省市基础框架数据库的联系,通过增量更新的模式完成省市两级基础框架数据库联动更新的方法。  相似文献   

Effect of loading duration on uncertainty in creep analysis of clay          下载免费PDF全文

Fang Tan  Wan‐Huan Zhou  Ka‐Veng Yuen 《国际地质力学数值与分析法杂志》2018,42(11):1235-1254

Some studies suggest that creep parameters should be determined using a greater quantity of creep test data to provide more reliable prediction regarding the deformation of soft soils. This study aims to investigate the effect of loading duration on model updating. One‐dimensional consolidation data of intact Vanttila clay under different loading durations collected from the literature is used for demonstration. The Bayesian probabilistic method is used to identify all unknown parameters based on the consolidation data during the entire consolidation process, and their uncertainty can be quantified through the obtained posterior probability density functions. Additionally, the optimal models are also determined from among 9 model candidates. The analyses indicate that the optimal models can describe the creep behavior of intact soft soils under different loading durations, and the adopted method can evaluate the effect of loading duration on uncertainty in the creep analysis. The uncertainty of a specific model and its model parameters decreases as more creep data are involved in the updating process, and the updated models that use more creep data can better capture the deformation behavior of an intact sample. The proposed method can provide quantified uncertainty in the process of model updating and assist engineers to decide whether the creep test data are sufficient for the creep analysis.  相似文献   

市级自然资源调查监测体系构建探索——以徐州市为例     

楚亮  董士玲  付丽莉  徐雷 《中国地质调查》2021,8(3):106-112

自然资源调查是实现自然资源统一管理的重要前提和基础性工作。本文通过对自然资源分类体系、调查方案和数据库组织的研究,构建了以第三次国土调查和各类专项调查数据为基础的自然资源调查监测体系,提出了新的数据库组织和更新方法,并在江苏省徐州市进行了实践验证,形成了地市级调查成果,旨在为全国范围内地级市自然资源调查工作提供参考,构建可复制、可推广的调查体系。  相似文献